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1)  steel-bar pile
钢筋桩
1.
In order to solve this problem,some treatment measures were adopted such as excavating for reducing the load,using steel-bar pile.
为解决这一问题,采取了开挖减载、钢筋桩与锚索锚固等综合处理措施,保证了施工期和运行期的边坡稳定。
2)  reinforced concrete pile
钢筋砼桩
3)  rod for pipe pile
管桩钢筋
4)  fabricated bar reinforced piles
钢筋桩网
1.
Based on the condition of supersaturated overburden in Dunliu Colliery, using the methods of alternation excavation and temporary support with fabricated bar reinforced piles, the main vertical shaft was rapidly constructed with high quality through the supersaturated overburden.
针对屯留煤矿主井井简过饱水表土层施工实际情况,采用分片取土间隔开挖,利用钢筋桩网临时支护的方法,是传统立井表土施工方法的灵活运用,经过实际应用证明是行之有效的。
5)  PC steel bars for pipe piles
PC管桩钢筋
6)  steel frameaork of piles
桩钢筋骨架
补充资料:ANSYS SOLID65环向布置钢筋的例子

 ANSYS SOLID65环向布置钢筋的例子
! 一个管道,环向配筋率为1%,纵向配筋率为0.5%,径向配筋率为0.1%
! 作者: 陆新征 清华大学土木系
!
FINISH
/CLEAR


/PREP7
!*
! 单元属性
ET,1,SOLID65
!*
KEYOPT,1,1,0
KEYOPT,1,5,0
KEYOPT,1,6,0
KEYOPT,1,7,1
!*
!实参数1:不同方向配筋
R,1,2,.001, , ,2, .01,
RMORE, 90, ,2,.005 ,90 ,90 ,


!材料属性
!混凝土基本材料属性
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,30E2
MPDATA,PRXY,1,,.2
!屈服准则
TB,MISO,1,1,5,
TBTEMP,0
TBPT,,0.0005,15
TBPT,,0.001,21
TBPT,,0.0015,24
TBPT,,0.002,27
TBPT,,0.003,24
!破坏准则
TB,CONC,1,1,9,
TBTEMP,0
TBDATA,,.5,.9,3,30,,
TBDATA,,,,1,,,
MPTEMP,,,,,,,,
MPTEMP,1,0
!钢材基本属性
MPDATA,EX,2,,200E3
MPDATA,PRXY,2,,.27
!屈服准则
TB,BISO,2,1,2,
TBTEMP,0
TBDATA,,310,2E3,,,,


! 管道内径和外径
CYL4,0,0,3000, , , ,10000
CYL4,0,0,2000, , , ,10000
VSBV, 1, 2


! 定义局部柱坐标
CSWPLA,11,1,1,1,
KWPAVE, 11
WPRO,,-90.000000,
VSBW, 3
WPCSYS,-1,0
KWPAVE, 1
WPRO,,,-90.000000
VSBW,ALL


ESIZE,500,0,
! 注意:设定单元局部坐标
VATT, 1, 1, 1, 11
!*
VSWEEP,ALL
/DEVICE,VECTOR,1
/ESHAPE,1.0
/REPLO
! 注意:红色代表最大配筋方向,绿色代表其次,蓝色表示最小配筋方向

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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